In-plane Nonlinear buckling analysis of deep circular arches incorporating transverse stresses

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Show simple item record Gengshu, T Pi, Y Bradford, MA Tin-loi, F 2011-02-07T06:17:49Z 2008-01
dc.identifier.citation Journal of Engineering Mechanics, 2008, 134 (5), pp. 362 - 373
dc.identifier.issn 0733-9399
dc.identifier.other C1UNSUBMIT en_US
dc.description.abstract Large discrepancies exist among current classical theories for the in-plane buckling of arches that are subjected to a constant-directed radial load uniformly distributed around the arch axis. Discrepancies also exist between the classical solutions and
dc.publisher Asce-Amer Soc Civil Engineers
dc.relation.isbasedon 10.1061/(ASCE)0733-9399(2008)134:5(362
dc.title In-plane Nonlinear buckling analysis of deep circular arches incorporating transverse stresses
dc.type Journal Article
dc.parent Journal of Engineering Mechanics
dc.journal.volume 5
dc.journal.volume 134
dc.journal.number 5 en_US
dc.publocation Reston en_US
dc.identifier.startpage 362 en_US
dc.identifier.endpage 373 en_US FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 0905 Civil Engineering
dc.personcode 109931
dc.percentage 100 en_US Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US en_US
dc.location.activity ISI:000255251900003 en_US
dc.description.keywords Curved Beams; Stability; Equations en_US
dc.description.keywords Curved Beams
dc.description.keywords Stability
dc.description.keywords Equations
pubs.embargo.period Not known
pubs.organisational-group /University of Technology Sydney
pubs.organisational-group /University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status Closed Access 2015-04-15 12:17:09.805752+10
utslib.collection.history Closed (ID: 3)

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